Depth-averaged turbulent heat and fluid flow in a vegetated porous medium

被引:5
|
作者
Larmaei, M. Moradi [1 ]
Mahdi, Tew-Fik [1 ]
机构
[1] Montreal Polytech Inst, Dept Civil Geol & Min Engn, Montreal, PQ H3C 3A7, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Double-decomposition; Depth-averaged simulation; Vegetation; Porous media; Heat transfer; 2-ENERGY EQUATION MODEL; OPEN-CHANNEL FLOW; TRANSFER COEFFICIENT; THERMAL DISPERSION; TRANSPORT; ARRAY;
D O I
10.1016/j.ijheatmasstransfer.2011.10.023
中图分类号
O414.1 [热力学];
学科分类号
摘要
In this article, the latest developments of porous media science are used in order to simulate heat and fluid flow in a non-flexible vegetated porous media. Vegetation porosity and density at the domain interior are redefined. The same strategy is then applied in order to define the boundary porosity near the bed and water surface. Regarding the vegetation arrangement in natural streams and flumes, three different models are suggested for calculating the porosity near other boundaries. The microscopic time-mean secondary force in momentum equations is modified for a vegetated porous media and its macroscopic form is derived. A dissipation source term is derived and, it is added to vorticity equation in order to take account of vegetation damping effect on secondary flows. The effect of this dissipation source term on the absolute magnitude of vorticity and velocity field is then investigated. Application of a high Reynolds number turbulence model to turbulent flow in partially vegetated open channels is numerically examined. A model is suggested for taking account of vegetation material on heat flux through walls in a vegetated porous media. The thermal diffusion due to the porosity gradient is modeled and, the contribution of this porosity-induced heat flux on temperature field is investigated. The effect of laminar thermal dispersion on temperature field is also investigated at low stem Reynolds number. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:848 / 863
页数:16
相关论文
共 50 条
  • [41] PREDICTING FLOW IN CURVED OPEN CHANNELS BY DEPTH-AVERAGED METHOD
    JIN, YC
    STEFFLER, PM
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1993, 119 (01): : 109 - 124
  • [42] Lattice Boltzmann simulation of depth-averaged models in flow hydraulics
    Klar, Axel
    Seaid, Mohammed
    Thoemmes, Guido
    [J]. INTERNATIONAL JOURNAL OF COMPUTATIONAL FLUID DYNAMICS, 2008, 22 (07) : 507 - 522
  • [43] An extended depth-averaged turbulence model for flow constricted by cofferdams
    Liu, J
    Tominaga, A
    [J]. ENERGY AND WATER: SUSTAINABLE DEVELOPMENT - PROCEEDINGS OF THEME D: WATER FOR A CHANGING GLOBAL COMMUNITY, 1997, : 269 - 274
  • [44] Depth-Averaged Drag Coefficient for Modeling Flow through Suspended Canopies
    Plew, David R.
    [J]. JOURNAL OF HYDRAULIC ENGINEERING, 2011, 137 (02) : 234 - 247
  • [45] 2-D depth-averaged flow computation near groyne
    [J]. Tingsanchali, Tawatchai, 1600, (116):
  • [46] A numerical solution for depth-averaged velocity distribution in an open channel flow
    Devi K.
    Khatua K.K.
    Das B.S.
    [J]. ISH Journal of Hydraulic Engineering, 2016, 22 (03) : 262 - 271
  • [47] The Relevance of a Back-Scatter Model for Depth-Averaged Flow Simulation
    Bram C. van Prooijen
    Wim S. J. Uijttewaal
    [J]. Flow, Turbulence and Combustion, 2009, 82
  • [48] Simulation of bend flow by a depth-averaged two-dimensional model
    Lien, HC
    Yang, JC
    Yeh, KC
    [J]. HYDRAULIC ENGINEERING SOFTWARE VI, 1996, : 195 - 204
  • [49] A depth-averaged mathematical model of a river flow around bridge piers
    Cetina, M
    Krzyk, M
    [J]. HYDRAULIC INFORMATION MANAGEMENT, 2002, 10 : 163 - 172
  • [50] The Relevance of a Back-Scatter Model for Depth-Averaged Flow Simulation
    van Prooijen, Bram C.
    Uijttewaal, Wim S. J.
    [J]. FLOW TURBULENCE AND COMBUSTION, 2009, 82 (01) : 73 - 91